Performance Evaluation of R.C Seismic Structure by Considering Effects of Joints Flexibility |
Author(s): |
| Bhagyashri Thakare , VMIT College Nagpur University; Prof. Girish Sawai, VMIT College Nagpur University |
Keywords: |
| Pushover Analyasis, Capacity Spectrum Curves, Base Shear, Displacement, Plastic Hinge |
Abstract |
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Reinforced concrete (RC) buildings designed before the mid-1970s may have serious structural deficiencies and are considered substandard according to current seismic design criteria. Specifically, the failure of the beam-column joints has been the cause of building collapse in many recent earthquakes worldwide. This report evaluates the seismic performance of beam column joints with three different details of beam and beam-column joint reinforcement. So in the present work pushover analysis is being done using SAP 2000 for increasing moment capacity ratio at beam column joints and its effect on the global ductility and lateral strength of the structure is studied. This work shows that the comparison study of SMRF and OMRF. It carried out to observe the difference in behaviour of buildings. |
Other Details |
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Paper ID: IJSRDV10I30186 Published in: Volume : 10, Issue : 3 Publication Date: 01/06/2022 Page(s): 360-361 |
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